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Titlebook: Quorum Systems; With Applications to Marko Vukoli? Book 2012 Springer Nature Switzerland AG 2012

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書目名稱Quorum Systems
副標題With Applications to
編輯Marko Vukoli?
視頻videohttp://file.papertrans.cn/783/782028/782028.mp4
叢書名稱Synthesis Lectures on Distributed Computing Theory
圖書封面Titlebook: Quorum Systems; With Applications to Marko Vukoli? Book 2012 Springer Nature Switzerland AG 2012
描述A quorum system is a collection of subsets of nodes, called quorums, with the property that each pair of quorums have a non-empty intersection. Quorum systems are the key mathematical abstraction for ensuring consistency in fault-tolerant and highly available distributed computing. Critical for many applications since the early days of distributed computing, quorum systems have evolved from simple majorities of a set of processes to complex hierarchical collections of sets, tailored for general adversarial structures. The initial non-empty intersection property has been refined many times to account for, e.g., stronger (Byzantine) adversarial model, latency considerations or better availability. This monograph is an overview of the evolution and refinement of quorum systems, with emphasis on their role in two fundamental applications: distributed read/write storage and consensus. Table of Contents: Introduction / Preliminaries / Classical Quorum Systems / Classical Quorum-Based Emulations / Byzantine Quorum Systems / Latency-efficient Quorum Systems / Probabilistic Quorum Systems
出版日期Book 2012
版次1
doihttps://doi.org/10.1007/978-3-031-02007-0
isbn_softcover978-3-031-00879-5
isbn_ebook978-3-031-02007-0Series ISSN 2155-1626 Series E-ISSN 2155-1634
issn_series 2155-1626
copyrightSpringer Nature Switzerland AG 2012
The information of publication is updating

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Marko Vukoli?ure, and radial stresses. The proposed shell equations are conveniently used in nite element analysis. 0 AsimpleC quadrilateral, doubly curved shell element is developed. By means of a quasi-conforming techniqu978-3-642-09822-2978-3-540-79351-9
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Marko Vukoli?ure, and radial stresses. The proposed shell equations are conveniently used in nite element analysis. 0 AsimpleC quadrilateral, doubly curved shell element is developed. By means of a quasi-conforming techniqu978-3-642-09822-2978-3-540-79351-9
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